Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹4.1 L (1.80%)Admitted-Finance | ₹2.3 Cr+₹4.1 L (1.80%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹8.0 L (3.55%)Admitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹2.3 Cr+₹8.0 L (3.55%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹16.5 L (7.30%)Admitted-Finance | ₹2.4 Cr+₹16.5 L (7.30%) | L4 | Admitted-Finance |
| 5 | L5₹2.5 Cr+₹28.3 L (12.5%)Admitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹2.5 Cr+₹28.3 L (12.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S HimalayanConstruction L1 | M/s V K Aggarwal L3 | M/S DOON INFRASTRUCTURE L5 | Rama Gupta Constructions L2 | Ms Kay Kay Construction L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of damaged internal roads by SDBC/Interlocking tiles of Agabpur (Mata Mandir Colony, Suman Nagar) in Ward No.-53, Raipur Constituency. | ||||||||
| 1.01 | Dismantling Brick/Tile Work
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar | 13 | Cum | 337 ₹4,381 | 336 ₹4,368 | 400 ₹5,200 | 300 ₹3,900 Lowest | 351 ₹4,563 |
| 1.02 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 15.15 | Cum | 38 ₹575.7 | 36.5 ₹552.98 | 125 ₹1,893.75 | 30 ₹454.5 Lowest | 38 ₹575.7 |
| 1.03 | Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & broomingrequisite type of binding material to fill up the intristices of coarse aggregates,watering & rolling, making necessary earthen bund to protect edges lighting, guarding & barricadings, & maintenance of diversions etc.[Grading of no-3] ( 22.4-53mm size mm size).By Manual Means | 11.36 | Cum | 2,298 ₹26,105.28 Lowest | 2,429 ₹27,593.44 | 2,700 ₹30,672 | 2,380 ₹27,036.8 | 2,541 ₹28,865.76 |
| 1.04 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,378.75 | Sqm | 718 ₹17,07,942.5 | 717.5 ₹17,06,753.12 | 800 ₹19,03,000 | 710 ₹16,88,912.5 Lowest | 751 ₹17,86,441.25 |
| 1.05 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) Hand mix | 28.88 | Cum | 6,128 ₹1,76,976.64 | 6,134 ₹1,77,149.92 | 6,500 ₹1,87,720 | 6,000 ₹1,73,280 Lowest | 6,315 ₹1,82,377.2 |
| 1.06 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 2,073.15 | Sqm | 9.9 ₹20,524.19 | 9.8 ₹20,316.87 Lowest | 12 ₹24,877.8 | 10.3 ₹21,353.45 | 10 ₹20,731.5 |
| 1.07 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) | 2.03 | Cum | 7,458 ₹15,139.74 Lowest | 7,568 ₹15,363.04 | 8,100 ₹16,443 | 7,500 ₹15,225 | 7,853 ₹15,941.59 |
| 1.08 | Providing and laying Semi Dense Bituminous Concrete with 100-120
TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen | 50.81 | Cum | 9,339 ₹4,74,514.59 Lowest | 9,347 ₹4,74,921.07 | 10,100 ₹5,13,181 | 9,350 ₹4,75,073.5 | 9,775 ₹4,96,667.75 |
| 1.09 | Disposal of surplus excavated material i.e earth murum,gravel,building rubish etc by mechanical transport including loading unloading, labour,T&P etc.required for proper completion of the work lead up to 5.0 km | 11.36 | Cum | 142 ₹1,613.12 | 110 ₹1,249.6 | 525 ₹5,964 | 90 ₹1,022.4 Lowest | 300 ₹3,408 |
Tender Value
Refer Docs
EMD Value
₹5.4 L
Closing Date
21 Oct 2021, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Const. of damaged internal roads of Agabpur (Mata Mandir Colony, Suman Nagar) in Ward No.-53, Const. of damaged internal roads in Ward No.-55 (Shah Nagar), Const. of damaged internal roads in Ward No.-52 etc. in Raipur Vidhansabha, Distt. Dehradun.
2021_pwd_36676_1
7002/1C-9/2021 dated 28.08.2021
Open Tender
Civil Works - Roads
Item Rate
540 days
Raipur Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹5.4 L
Superintending Engineer, 9th Circle, PWD, Dehradun
3 Nov 2021
21 Sept 2021
21 Oct 2021
21 Sept 2021
21 Oct 2021
5 Oct 2021
4 Oct 2021
Amount
Construction of damaged internal roads by SDBC/Interlocking tiles of Agabpur (Mata Mandir Colony, Suman Nagar) in Ward No.-53, Raipur Constituency.
Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & broomingrequisite type of binding material to fill up the intristices of coarse aggregates,watering & rolling, making necessary earthen bund to protect edges lighting, guarding & barricadings, & maintenance of diversions etc.[Grading of no-3] ( 22.4-53mm size mm size).By Manual Means
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) Hand mix
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Disposal of surplus excavated material i.e earth murum,gravel,building rubish etc by mechanical transport including loading unloading, labour,T&P etc.required for proper completion of the work lead up to 5.0 km
Construction of damaged internal roads by SDBC/Interlocking tiles in Ward No.-55 (Shah Nagar) in Raipur Constituency.
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & broomingrequisite type of binding material to fill up the intristices of coarse aggregates,watering & rolling, making necessary earthen bund to protect edges lighting, guarding & barricadings, & maintenance of diversions etc.[Grading of no-3] ( 22.4-53mm size mm size).By Manual Means
Providing and Laying of Interlocking Concrete Block (M-40) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Construction of damaged internal roads by SDBC in Ward No.-52 Agabpur (Saraswati Vihar) in Raipur Constituency.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Construction of damaged internal roads by SDBC/Interlocking of Ward No.-54 (Veer Chandra Singh Garhwalai) in Raipur Constituency.
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & broomingrequisite type of binding material to fill up the intristices of coarse aggregates,watering & rolling, making necessary earthen bund to protect edges lighting, guarding & barricadings, & maintenance of diversions etc.[Grading of no-3] ( 22.4-53mm size mm size).By Manual Means
Providing and Laying of Interlocking Concrete Block (M-40) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) Hand mix
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Construction of damaged internal roads by SDBC/Interlocking and construction of drain of Ward No.-57 in Raipur Constituency.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) Hand mix
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Rama Gupta Constructions
M/s V K Aggarwal
Ms Kay Kay Construction
M/S DOON INFRASTRUCTURE
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .